\[ y'' + 0.8y' + 0.16y = 0 \]
The characteristic equation is:
\[ m^2 + 0.8m + 0.16 = 0 \]
Solving for \( m \) using the quadratic formula:
\[ m = \frac{-0.8 \pm \sqrt{(0.8)^2 - 4(0.16)}}{2} \]
\[ m = \frac{-0.8 \pm \sqrt{0.64 - 0.64}}{2} = \frac{-0.8 \pm 0}{2} = -0.4, -0.4 \]
Since we have a repeated root \( m = -0.4 \), the general solution is:
\[ y(x) = (c_1 + c_2x)e^{-0.4x} \]
Given \( y(0) = 3 \) and \( y'(0) = 4.5 \), we substitute \( x = 0 \):
\[ y(0) = (c_1 + c_2(0))e^{0} = c_1 = 3 \]
To find \( c_2 \), first compute \( y'(x) \):
\[ y'(x) = \left( c_1 + c_2x \right)(-0.4e^{-0.4x}) + c_2e^{-0.4x} \]
Substituting \( x = 0 \):
\[ y'(0) = (-0.4c_1 + c_2)e^{0} = -0.4(3) + c_2 = 4.5 \]
\[ -1.2 + c_2 = 4.5 \quad \Rightarrow \quad c_2 = 5.7 \]
Substituting \( x = 1 \) into the solution:
\[ y(1) = (3 + 5.7(1))e^{-0.4} \]
\[ y(1) = (3 + 5.7)e^{-0.4} = 8.7 \times 0.6703 \approx 5.83 \]
\( y(1) \approx 5.83 \).
The “order” of the following ordinary differential equation is ___________.
\[ \frac{d^3 y}{dx^3} + \left( \frac{d^2 y}{dx^2} \right)^6 + \left( \frac{dy}{dx} \right)^4 + y = 0 \]
Two soils of permeabilities \( k_1 \) and \( k_2 \) are placed in a horizontal flow apparatus, as shown in the figure. For Soil 1, \( L_1 = 50 \, {cm} \), and \( k_1 = 0.055 \, {cm/s} \); for Soil 2, \( L_2 = 30 \, {cm} \), and \( k_2 = 0.035 \, {cm/s} \). The cross-sectional area of the horizontal pipe is 100 cm², and the head difference (\( \Delta h \)) is 150 cm. The discharge (in cm³/s) through the soils is ........ (rounded off to 2 decimal places).
The most suitable test for measuring the permeability of clayey soils in the laboratory is ___________.
Consider the beam ACDEB given in the figure. Which of the following statements is/are correct:
The figures, I, II, and III are parts of a sequence. Which one of the following options comes next in the sequence as IV?